Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure-Reference-Cited by-同舟云学术

Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure

Published:2013-02 Issue:1 Volume:27 Page:4-26
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bartoli Gianni¹,Betti Michele²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, Via di Santa Marta, 3, I-50139 Florence, Italy.

2. Ph.D. Research Assistant, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, Via di Santa Marta, 3, I-50139 Florence, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000315

Reference25 articles.

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2. Editorial

3. ANSYS [Computer software]. Canonsburg PA Ansys.

4. ASTM. (1991a). “Standard test method for in situ compressive stress within solid unit masonry estimated using flat-jack measurements.” C1196-91 West Conshohocken PA.

5. ASTM. (1991b). “Standard test method for in situ measurement of masonry deformability properties the using flat-jack method.” C1197-91 West Conshohocken PA.

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